|
SIMPSON HGAMV
<br />w!
<br />(4) 1/4"x1 1/2" SDS
<br />SCREWS
<br />TO BLOCKING & (z
<br />1/4"x2 3/4"
<br />TITEN TO CMU
<br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END.
<br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR -SHEATHING AND
<br />FASTENERS. (MIN. FIRST 4 BAYS)
<br />SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \
<br />SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\
<br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END.
<br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
<br />MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS)
<br />UNSUPPORTED,
<br />IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS -
<br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END,
<br />MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
<br />UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS)
<br />IF >9" SEE 1 O/S5
<br />BACKNAIL w/ (2) 16d NAILS
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SCHEDULE FOR SHEATHING DETAIL
<br />45°±
<br />/
<br />45' ±
<br />SEE STRUCTURAL
<br />NOTES AND NAILING
<br />2x4 CRO BRACE
<br />SCHEDULE FOR
<br />APPROX. 8" FROM
<br />SHEATHING DETAIL 2x4 KICKER
<br />2x8 SYP#2 "L" BRACE TO
<br />'
<br />RIDGE FASTENED AT
<br />@8'-0" O/C.
<br />EXTEND AT LEAST 90% OF
<br />,
<br />EACH JOINT W/ (3) 10d
<br />"L" BRACE TO EXTEND
<br />2x4 CROSS BRACE
<br />WEB LENGTH & NOTCH AT
<br />& (2)10d TOE NAILS @
<br />AT LEAST 90% OF WEB
<br />APPROX. 8" FROM
<br />BOTTOM CHORD (SEE TABLE)
<br />EA. END @ 48" O.C.
<br />LENGTH (SEE TABLE)
<br />RIDGE FASTENED AT
<br />SIMPSON H2.5A w/ (10) 8d
<br />2x8 P.T.
<br />GABLE TRUSS
<br />EACH JOINT w/ (3)1 Od &
<br />FROM LEDGER TO
<br />• SILL
<br />1/2 CDX PLYWOOD OR
<br />(2)1Od TOE NAILS @ EA.
<br />'X
<br />BLOCKING
<br />7/16" OSB SHEATHING
<br />END
<br />ATTACHED W/ 10d
<br />GYPSUM WALL BOARD
<br />GABLE TRUSS
<br />NAILS @ 6" O.C. EDGES
<br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
<br />1/2" CDX PLYWOOD OR 7/16"
<br />'
<br />AND 12" O.C. FIELD
<br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
<br />OSB SHEATHING ATTACHED
<br />10dX3" @ 3" O/C
<br />CORD ATTACHED W/ (2)16d TOENAILS
<br />w/ NAILS @ 6 O.C.
<br />THROUGH CHORD
<br />2"x4" LEDGER (MATCH BOTTOM CHORD
<br />EDGGEE S AND 12" O.C. FIELD
<br />INTO 2"x6" P T PLATE
<br />SLOPE OF ADJACENT SCISSOR TRUSS)
<br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA, END.
<br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
<br />AND FASTENERS. (MIN. FIRST 4 BAYS)
<br />MAX 9 BACKNAIL w/ (2)16d NAILS
<br />UNSUPPORTED,
<br />IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND
<br />DETAIL
<br />SCHEDULE FOR SHEATHING
<br />DOUBLE TOP PLATE 2"x4" CROSS BRACE
<br />•� 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM
<br />FROM RIDGE FASTENED AT RIDGE FASTENED AT
<br />EACH JOINT w/ (3)1 Od & (2) 1 Od EACH JOINT w/ (3)
<br />TOE NAILS @ EA. END 10d & (2)10d TOE
<br />2x FRAME WALL (SEE WALL NAILS @ EA. END
<br />SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING
<br />1/2" CDX PLYWOOD OR 7/16" @ 4$" 0!C FOR THE
<br />OSB SHEATHING ATTACHED FIRST (4) ROWS OF
<br />W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA.
<br />AND 12" O.C. FIELD END TYP. TOP &
<br />BOTTOM ATTACHED
<br />(2)16d NAILS W/ (2)16d TOENAILS
<br />!71
<br />2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING
<br />FASTEN WITH 10dx3" 4" 0/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES �:2x4'7" ON TOP OF PANEL
<br />@ 1/2"8 J BOLT 48 0 C
<br />(2)16d
<br />NAILS
<br />INSTALLED PER MANUF. x @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ 4 1/4"xi 1/2" SDS SCREWS TO
<br />@ 48" O.C.
<br />I I I BLOCKING, FASTEN WITH O
<br />SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1!4"x3"SDS SCREWS TO PLATES AT 24" O.C.
<br />MOISTURE BARRIER 10dx3" @ 4" 0/C
<br />1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM
<br />!71
<br />2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING
<br />FASTEN WITH 10dx3" 4" 0/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES �:2x4'7" ON TOP OF PANEL
<br />@ 1/2"8 J BOLT 48 0 C
<br />(2)16d
<br />NAILS
<br />INSTALLED PER MANUF. x @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ 4 1/4"xi 1/2" SDS SCREWS TO
<br />@ 48" O.C.
<br />I I I BLOCKING, FASTEN WITH O
<br />SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1!4"x3"SDS SCREWS TO PLATES AT 24" O.C.
<br />MOISTURE BARRIER 10dx3" @ 4" 0/C
<br />1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM
<br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK -
<br />MOISTURE BARRIER
<br />PLATE SPLICES w/ 3/16"x2" PLATE WASHER
<br />SIMPSON META12 w/ (7)
<br />ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS
<br />NOTE: IF EMBEDDED
<br />1Odx1 1/2" NAILS AT EA.
<br />& (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH
<br />STRAP MISSED VERTICAL
<br />SECTION
<br />TRUSS VERTICAL WEB (24"
<br />1
<br />GABLE WEB SECTION
<br />2
<br />WEB, USE MSTAM36 w/ (7)
<br />O.C. MAX) w/ MIN. 4"
<br />1Od NAILS & (4)1/4"x2 1/4"
<br />SCALE: N.T.S.
<br />EMBEDMENT IN KO BLOCK
<br />S5
<br />SCALE: N.T.S.
<br />S5
<br />TITEN ON OUTSIDE
<br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END.
<br />SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING
<br />REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS).
<br />ON SHEET S5 FOR - -
<br />X-BRACING, AND TOP r `o SEE STRUCTURAL
<br />CHORD BLOCKING N - NOTES AND NAILING
<br />Ix
<br />INFORMATION `° '� SCHEDULE FOR
<br />1 1 SHEATHING DETAIL BACKNAIL w/
<br />WOOD TRUSSES - 11 " (2)16d NAILS
<br />`� e0 00 2"x4" CROSS BRACE
<br />2x4 RAT RUN BRACING APPROX. 8" FROM
<br />AT 24" O.C. ON TOP OF . RIDGE FASTENED AT
<br />BOTT. CHORD FOR 4 10dEACH JOINT w! (3)
<br />TRUSS SPANS NAILS
<br />& (@ EA.10d TOE
<br />ATTACHED W/ 2 -16d NAILS @ EA. END
<br />AT EA. TRUSS JOINT r 2x4 PANEL BLOCKING
<br />(2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE • (2) 16d NAILS
<br />2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST 4 R
<br />0/C w/ (2) 16d (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM OWS OEA.
<br />TOENAILS @ EA. END NOTES: END TYP. TOP &
<br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED
<br />MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS
<br />1-11
<br />ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL
<br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY)
<br />EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
<br />NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
<br />D B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
<br />SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" D TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS
<br />ADDITIONAL INFORMATION.
<br />1INIMUM 2x
<br />:ROSS BRACING
<br />3EE PLAN FOR
<br />OCATIONS) TOENAIL
<br />(2)16d NA
<br />(2)16d PER
<br />JOINT
<br />2"x4" MIN, SEE M/S5
<br />CROSS BRACING DETAIL
<br />SCALE: N.T.S.
<br />12"
<br />SH SCHEDULE
<br />,TTACHMENT
<br />SYP BLK'G @ 16" O.C.
<br />I x 0.131"
<br />AILS EA. SIDE
<br />2x4 #2 SYP w! 1 Od
<br />XO.131" @ 8" O.C.
<br />ALTERNATE NON -DROP
<br />GABLE END DETAIL 10
<br />SCALE: N.T.S.
<br />GABLE END BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S.
<br />SCALE: N.T.S.
<br />PRE-ENGINEERED
<br />WOOD TRUSSES
<br />MINIMUM (2)16d PER JOINT
<br />MAX. 9"
<br />UNSUPPORTED,
<br />IF >9" SEE 10/S5
<br />1" BRACE TO EXTEND
<br />AT LEAST 90% OF WEB
<br />LENGTH (SEE TABLE)
<br />-GABLE TRUSS
<br />-1/2" CDX PLYWOOD OR 7/16"
<br />OSB SHEATHING ATTACHED
<br />W/ 1Od NAILS @ 6" O.C.
<br />E ES AND 12" O.C. FIELD
<br />JACK TRUSS
<br />SEE PLAN FOR
<br />CONNECTION
<br />2x4 "T" ON TOP OF PANEL-' LL
<br />BLOCKING, FASTEN WITH 2x4 BLOCKING W/
<br />10dx3" @ 4" O/C (2)12d TOENAILS
<br />SECTION g -FT
<br />SCALE: N.T.S. S5
<br />OVERLAP TRUSS BRACING
<br />AT LEAST TWO TRUSS SPACES
<br />MINIMUM 2X4 TRUSS BRACING
<br />TRUSS BRACING OVERLAP DETAIL
<br />SCALE: N.T,S.
<br />6" OVERLAP
<br />"L" BRACE W/ 10d @ 4" O/C
<br />(SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<br />a
<br />MAX. 9"
<br />UNSUPPORTED,
<br />IF >9" SEE 10/S5
<br />"L" BRACE TO EXTEND
<br />AT LEAST 90% OF WEB
<br />LENGTH (SEE TABLE)
<br />-GABLE TRUSS
<br />-1/2" CDX PLYWOOD OR
<br />7116" OSB SHEATHING
<br />ATTACHED w/ 10d NAILS
<br />@ 6" O.C. EDGES AND 12"
<br />O.C. FIELD
<br />-2x4 "T" ON TOP OF PANEL
<br />BLOCKING, FASTEN WITH
<br />10dx3" @ 4" O/C
<br />2x4 BLOCKING 2x4 "T" BLOCKING
<br />@ 48" O.C. 16d NAIL
<br />"L" BRACE
<br />ATTACHED W/
<br />1Od NAILS @ 4"
<br />O.C. TYPICAL
<br />GABLE TRUSS WEB
<br />DOUBLE "L" BRACING DETAIL(�S5
<br />5
<br />SCALE: N.T.S.
<br />2x4 "T" BLOCKING
<br />2x4 BLOCKING @
<br />48" O.C.
<br />"L" BRACE ATTACHED 16d NAIL
<br />W/ 1 Od NAILS @ 4" O.0
<br />TYPICAL
<br />GABLE TRUSS WEB -'
<br />SINGLE "L" BRACING DETAIL s
<br />SCALE: N.T.S. S5
<br />DIAPHRAGM
<br />BLOCKING @
<br />48" O/C GABLE TRUSS
<br />TRUSS VERTICAL
<br />J
<br />SIMPSON SP2 w/ (12)10d
<br />2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8' 'L" BRACE
<br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3)
<br />SECTION 3 SECTION 4 16d PER SIDE
<br />SCISSOR GABLE "T" BRACE
<br />SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5
<br />20'-0" MAX 20'-0" MAX
<br />"X" BRACE SEE DET. J/S5 I CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN.
<br />8d @ 6"O/C
<br />WOOD TRUSSES
<br />SIMPSON HGAMI OKTA w/ (4)
<br />1/4"x1 1/2" SDS SCREWS TO
<br />BLOCKING & (4) 1/4"x2 3/4"
<br />TITEN TO CMU
<br />2 x 4 BLOCKING w/ (2)1 Od
<br />TOE NAILS AT EACH END @
<br />24" 0/C (TYP)
<br />z
<br />w
<br />BRACING W/(3) 10d x 3" AT
<br />EACH CONN. @ 24" O/C
<br />MOISTURE BARRIER
<br />BEAM
<br />-MASONRY WALL
<br />ARCHITECTURAL FINISH
<br />EXT. WALL CONN. NON -LOAD
<br />BEARING LOCATIO (UNEVEN CLG.)
<br />SEE TYP. WALL SECTION FOR
<br />ADDITIONAL INFORMATION.
<br />SCALE: N.T.S.
<br />"L" BRACING REQUIREMENTS
<br />STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.)
<br />SPACING 1" BRACE "L" BRACE "L" BRACE
<br />24" 0'0" - 3'-0" T-0" - 6'-0" 6'-0" & GREATER
<br />SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
<br />(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
<br />NOTE:
<br />1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
<br />BRACE TO EXTEND FULL HEIGHT OF GABLE.
<br />2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C.
<br />3) SEE 6/S5 FOR MORE INFO.
<br />SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS
<br />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS
<br />TO PLATES (TYP.)
<br />STUDS @ 16" O.C.
<br />GABLE END BRACING DETAIL SCALE:3/4"=1'-0"
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
<br />TRUSS
<br />SIMPSON SP2 w/ (12)
<br />1Od NAILS AT EACH
<br />STUD
<br />HIP FRAMING REFERENCE PLAN
<br />ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL
<br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY)
<br />EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
<br />NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
<br />D B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
<br />SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" D TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS
<br />ADDITIONAL INFORMATION.
<br />1INIMUM 2x
<br />:ROSS BRACING
<br />3EE PLAN FOR
<br />OCATIONS) TOENAIL
<br />(2)16d NA
<br />(2)16d PER
<br />JOINT
<br />2"x4" MIN, SEE M/S5
<br />CROSS BRACING DETAIL
<br />SCALE: N.T.S.
<br />12"
<br />SH SCHEDULE
<br />,TTACHMENT
<br />SYP BLK'G @ 16" O.C.
<br />I x 0.131"
<br />AILS EA. SIDE
<br />2x4 #2 SYP w! 1 Od
<br />XO.131" @ 8" O.C.
<br />ALTERNATE NON -DROP
<br />GABLE END DETAIL 10
<br />SCALE: N.T.S.
<br />GABLE END BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S.
<br />SCALE: N.T.S.
<br />PRE-ENGINEERED
<br />WOOD TRUSSES
<br />MINIMUM (2)16d PER JOINT
<br />MAX. 9"
<br />UNSUPPORTED,
<br />IF >9" SEE 10/S5
<br />1" BRACE TO EXTEND
<br />AT LEAST 90% OF WEB
<br />LENGTH (SEE TABLE)
<br />-GABLE TRUSS
<br />-1/2" CDX PLYWOOD OR 7/16"
<br />OSB SHEATHING ATTACHED
<br />W/ 1Od NAILS @ 6" O.C.
<br />E ES AND 12" O.C. FIELD
<br />JACK TRUSS
<br />SEE PLAN FOR
<br />CONNECTION
<br />2x4 "T" ON TOP OF PANEL-' LL
<br />BLOCKING, FASTEN WITH 2x4 BLOCKING W/
<br />10dx3" @ 4" O/C (2)12d TOENAILS
<br />SECTION g -FT
<br />SCALE: N.T.S. S5
<br />OVERLAP TRUSS BRACING
<br />AT LEAST TWO TRUSS SPACES
<br />MINIMUM 2X4 TRUSS BRACING
<br />TRUSS BRACING OVERLAP DETAIL
<br />SCALE: N.T,S.
<br />6" OVERLAP
<br />"L" BRACE W/ 10d @ 4" O/C
<br />(SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<br />a
<br />MAX. 9"
<br />UNSUPPORTED,
<br />IF >9" SEE 10/S5
<br />"L" BRACE TO EXTEND
<br />AT LEAST 90% OF WEB
<br />LENGTH (SEE TABLE)
<br />-GABLE TRUSS
<br />-1/2" CDX PLYWOOD OR
<br />7116" OSB SHEATHING
<br />ATTACHED w/ 10d NAILS
<br />@ 6" O.C. EDGES AND 12"
<br />O.C. FIELD
<br />-2x4 "T" ON TOP OF PANEL
<br />BLOCKING, FASTEN WITH
<br />10dx3" @ 4" O/C
<br />2x4 BLOCKING 2x4 "T" BLOCKING
<br />@ 48" O.C. 16d NAIL
<br />"L" BRACE
<br />ATTACHED W/
<br />1Od NAILS @ 4"
<br />O.C. TYPICAL
<br />GABLE TRUSS WEB
<br />DOUBLE "L" BRACING DETAIL(�S5
<br />5
<br />SCALE: N.T.S.
<br />2x4 "T" BLOCKING
<br />2x4 BLOCKING @
<br />48" O.C.
<br />"L" BRACE ATTACHED 16d NAIL
<br />W/ 1 Od NAILS @ 4" O.0
<br />TYPICAL
<br />GABLE TRUSS WEB -'
<br />SINGLE "L" BRACING DETAIL s
<br />SCALE: N.T.S. S5
<br />DIAPHRAGM
<br />BLOCKING @
<br />48" O/C GABLE TRUSS
<br />TRUSS VERTICAL
<br />J
<br />SIMPSON SP2 w/ (12)10d
<br />2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8' 'L" BRACE
<br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3)
<br />SECTION 3 SECTION 4 16d PER SIDE
<br />SCISSOR GABLE "T" BRACE
<br />SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5
<br />20'-0" MAX 20'-0" MAX
<br />"X" BRACE SEE DET. J/S5 I CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN.
<br />8d @ 6"O/C
<br />WOOD TRUSSES
<br />SIMPSON HGAMI OKTA w/ (4)
<br />1/4"x1 1/2" SDS SCREWS TO
<br />BLOCKING & (4) 1/4"x2 3/4"
<br />TITEN TO CMU
<br />2 x 4 BLOCKING w/ (2)1 Od
<br />TOE NAILS AT EACH END @
<br />24" 0/C (TYP)
<br />z
<br />w
<br />BRACING W/(3) 10d x 3" AT
<br />EACH CONN. @ 24" O/C
<br />MOISTURE BARRIER
<br />BEAM
<br />-MASONRY WALL
<br />ARCHITECTURAL FINISH
<br />EXT. WALL CONN. NON -LOAD
<br />BEARING LOCATIO (UNEVEN CLG.)
<br />SEE TYP. WALL SECTION FOR
<br />ADDITIONAL INFORMATION.
<br />SCALE: N.T.S.
<br />"L" BRACING REQUIREMENTS
<br />STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.)
<br />SPACING 1" BRACE "L" BRACE "L" BRACE
<br />24" 0'0" - 3'-0" T-0" - 6'-0" 6'-0" & GREATER
<br />SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
<br />(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
<br />NOTE:
<br />1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
<br />BRACE TO EXTEND FULL HEIGHT OF GABLE.
<br />2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C.
<br />3) SEE 6/S5 FOR MORE INFO.
<br />SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS
<br />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS
<br />TO PLATES (TYP.)
<br />STUDS @ 16" O.C.
<br />GABLE END BRACING DETAIL SCALE:3/4"=1'-0"
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
<br />TRUSS
<br />SIMPSON SP2 w/ (12)
<br />1Od NAILS AT EACH
<br />STUD
<br />HIP FRAMING REFERENCE PLAN
<br />OVERLAP TRUSS BRACING
<br />AT LEAST TWO TRUSS SPACES
<br />MINIMUM 2X4 TRUSS BRACING
<br />TRUSS BRACING OVERLAP DETAIL
<br />SCALE: N.T,S.
<br />6" OVERLAP
<br />"L" BRACE W/ 10d @ 4" O/C
<br />(SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<br />a
<br />MAX. 9"
<br />UNSUPPORTED,
<br />IF >9" SEE 10/S5
<br />"L" BRACE TO EXTEND
<br />AT LEAST 90% OF WEB
<br />LENGTH (SEE TABLE)
<br />-GABLE TRUSS
<br />-1/2" CDX PLYWOOD OR
<br />7116" OSB SHEATHING
<br />ATTACHED w/ 10d NAILS
<br />@ 6" O.C. EDGES AND 12"
<br />O.C. FIELD
<br />-2x4 "T" ON TOP OF PANEL
<br />BLOCKING, FASTEN WITH
<br />10dx3" @ 4" O/C
<br />2x4 BLOCKING 2x4 "T" BLOCKING
<br />@ 48" O.C. 16d NAIL
<br />"L" BRACE
<br />ATTACHED W/
<br />1Od NAILS @ 4"
<br />O.C. TYPICAL
<br />GABLE TRUSS WEB
<br />DOUBLE "L" BRACING DETAIL(�S5
<br />5
<br />SCALE: N.T.S.
<br />2x4 "T" BLOCKING
<br />2x4 BLOCKING @
<br />48" O.C.
<br />"L" BRACE ATTACHED 16d NAIL
<br />W/ 1 Od NAILS @ 4" O.0
<br />TYPICAL
<br />GABLE TRUSS WEB -'
<br />SINGLE "L" BRACING DETAIL s
<br />SCALE: N.T.S. S5
<br />DIAPHRAGM
<br />BLOCKING @
<br />48" O/C GABLE TRUSS
<br />TRUSS VERTICAL
<br />J
<br />SIMPSON SP2 w/ (12)10d
<br />2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8' 'L" BRACE
<br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3)
<br />SECTION 3 SECTION 4 16d PER SIDE
<br />SCISSOR GABLE "T" BRACE
<br />SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5
<br />20'-0" MAX 20'-0" MAX
<br />"X" BRACE SEE DET. J/S5 I CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN.
<br />8d @ 6"O/C
<br />WOOD TRUSSES
<br />SIMPSON HGAMI OKTA w/ (4)
<br />1/4"x1 1/2" SDS SCREWS TO
<br />BLOCKING & (4) 1/4"x2 3/4"
<br />TITEN TO CMU
<br />2 x 4 BLOCKING w/ (2)1 Od
<br />TOE NAILS AT EACH END @
<br />24" 0/C (TYP)
<br />z
<br />w
<br />BRACING W/(3) 10d x 3" AT
<br />EACH CONN. @ 24" O/C
<br />MOISTURE BARRIER
<br />BEAM
<br />-MASONRY WALL
<br />ARCHITECTURAL FINISH
<br />EXT. WALL CONN. NON -LOAD
<br />BEARING LOCATIO (UNEVEN CLG.)
<br />SEE TYP. WALL SECTION FOR
<br />ADDITIONAL INFORMATION.
<br />SCALE: N.T.S.
<br />"L" BRACING REQUIREMENTS
<br />STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.)
<br />SPACING 1" BRACE "L" BRACE "L" BRACE
<br />24" 0'0" - 3'-0" T-0" - 6'-0" 6'-0" & GREATER
<br />SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
<br />(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
<br />NOTE:
<br />1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
<br />BRACE TO EXTEND FULL HEIGHT OF GABLE.
<br />2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C.
<br />3) SEE 6/S5 FOR MORE INFO.
<br />SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS
<br />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS
<br />TO PLATES (TYP.)
<br />STUDS @ 16" O.C.
<br />GABLE END BRACING DETAIL SCALE:3/4"=1'-0"
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
<br />TRUSS
<br />SIMPSON SP2 w/ (12)
<br />1Od NAILS AT EACH
<br />STUD
<br />HIP FRAMING REFERENCE PLAN
<br />NOTE:
<br />1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
<br />BRACE TO EXTEND FULL HEIGHT OF GABLE.
<br />2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C.
<br />3) SEE 6/S5 FOR MORE INFO.
<br />SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS
<br />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS
<br />TO PLATES (TYP.)
<br />STUDS @ 16" O.C.
<br />GABLE END BRACING DETAIL SCALE:3/4"=1'-0"
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
<br />TRUSS
<br />SIMPSON SP2 w/ (12)
<br />1Od NAILS AT EACH
<br />STUD
<br />HIP FRAMING REFERENCE PLAN
<br />1
<br />1111111111
<br />NOTE: ZTOP CHORD 2X4 #2 SYP BRACING
<br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4)
<br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS
<br />THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING
<br />2) "T' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O,C, MAX. FOR FIRST (4) BAYS
<br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
<br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
<br />AS PER BCSI
<br />SCISSOR TRUSS
<br />SCISSOR TRUSS
<br />SCALE: N.T.S.
<br />2X4 BRACING @ 48" O.C. CONTINUOUS TO
<br />FIXED LOCATION ATTACHED W/ (2)1 Od AT
<br />EA. TRUSS (NOTE: BRACING MAY BE
<br />PLACED ON EITHER TOP OR BOTTOM OF
<br />THE BOTTOM CORD)
<br />COSMETIC DROP CEILING FRAMING
<br />W/ DROP CEILING BRACING DETAIL
<br />MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS
<br />SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
<br />WOOD FRAMED GABLE END BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T,S.
<br />FOR WIND SPEED SPECIFICATION
<br />O
<br />O
<br />zzo
<br />I
<br />0 t
<br />a.
<br />4
<br />ppyy��
<br />ll
<br />IV
<br />'�♦tf �� C �� N
<br />• T
<br />�OFE SSId
<br />To the best of the Engineer's knowledge, Information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 7th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Enginee s signature and seal.
<br />F of
<br />g 8
<br />(� 6 m ro r
<br />0
<br />0
<br />N 0 LL
<br />/N '6 M V
<br />�i C J LL W
<br />��u- 5 a _ a ii
<br />?�'
<br />�� "r
<br />E
<br />= NNS
<br />W m
<br />05 T w
<br />Z -, N0
<br />Z OU o
<br />IN
<br />z N ch
<br />z �8
<br />zo
<br />a
<br />d N
<br />r ^ M
<br />♦� V
<br />� w
<br />'U a
<br />�0L"o
<br />N
<br />�N
<br />U 6
<br />r— J E
<br />RigLu
<br />W S
<br />L
<br />m
<br />c us I
<br />m
<br />0
<br />Q N M
<br />o
<br />CO
<br />w
<br />a
<br />Z
<br />U—
<br />ti¢
<br />o
<br />Z®
<br />O
<br />wco 0l
<br />wu
<br />00
<br />z
<br />—
<br />O
<br />O
<br />Ua
<br />a
<br />�$
<br />X `�
<br />az
<br />N ��
<br />L
<br />fo
<br />¢o
<br />Z2
<br />rr �
<br />m0
<br />0
<br />(n C
<br />OY
<br />�_
<br />OE,
<br />W
<br />co
<br />i�i J
<br />"�
<br />W
<br />� �Z
<br />Q
<br />p
<br />wLL
<br />dp
<br />U
<br />yw
<br />W
<br />� 3
<br />¢ �
<br />o
<br />=G
<br />I_
<br />°
<br />CD�zw
<br />0�
<br />;o
<br />�v
<br />=la
<br />¢
<br />° 3
<br />O
<br />.N r
<br />> d-
<br />-17
<br />°'
<br />N
<br />(7
<br />CD
<br />�
<br />r
<br />E
<br />T
<br />LC�
<br />T�
<br />CID
<br />O
<br />�
<br />n
<br />Lr>
<br />o
<br />c mCD
<br />LO
<br />_
<br />p
<br />LO
<br />F—
<br />}, O
<br />� � a
<br />rn
<br />00
<br />'^
<br />T
<br />E
<br />E
<br />c Q
<br />Z
<br />Z
<br />it;
<br />E © m
<br />ci
<br />C
<br />m
<br />a
<br />a
<br />0 ¢ o 1
<br />C
<br />3
<br />JOB
<br />NO: 22-06603-06596
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S5
<br />
|